On the use of both diaphragm and secant pile walls for a basement upgrade project in Vietnam

Author:

Huynh Quoc ThienORCID,Lai Van QuiORCID,Shiau Jim,Keawsawasvong SuraparbORCID,Mase Lindung ZalbuinORCID,Tra Huu ThoiORCID

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference46 articles.

1. Altuntas C, Deo P, Poeppel AR (2009) Secant pile wall design and construction in Manhattan, New York. In: Contemporary Topics in Ground Modification, Problem Soils, and Geo-Support. pp 105–112

2. Cetin D (2016) Performance of soilnailed and anchored walls based on fieldmonitoring data in different soil conditions in Istanbul. Acta Geotech Slov 13(1):49–63

3. Chai J, Ni J, Ding W, Qiao Y, Lu X (2021) Deep excavation in under-consolidated clayey deposit. Undergr Space 6(4):455–468

4. Clough GW (1990) Construction induced movements of in situ walls. In: Design and performance of earth retaining structures. pp 439–470

5. Finno RJ, Atmatzidis DK, Perkins SB (1989) Observed performance of a deep excavation in clay. J Geotech Eng 115(8):1045–1064

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